Summary for Test 2023-01-30-61-1
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 215788 DEA: 101C7904 EFIS: 1016000046 |
---|---|
DIST-CO-RTE-PM | 10-MER-5-0.4 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | BUILDING WORK. |
Location Description | MERCED COUNTY 0.4 MILE NORTH OF THE FRESNO COUNTY LINE AT THE JOHN "CHUCK" ERRECA SAFETY ROADSIDE REST AREA |
QA Service Level | 1 (Verified on 06/03/2021) |
Sample Information
Sample Taken Date | 01/30/2023 | Sample Unique Key | 61 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 01/31/2023 |
Sample type | Quality Assurance | A brief description of the sample | structural concrete |
The quantity of what the sample constitutes | 300 cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Juan | Last name of sampler or witnessed by | delatores |
Title of sampler | QA Inspector | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | NB SB picnic slab |
Material Information
Material Type | Concrete | The concrete mix design number | S193 |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-01-30-61
DIME Test ID: 2023-01-30-61-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-02-27
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 02/27/2023
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 67070 lb
Maximum load on cylinder 2: 79670 lb
Maximum load on cylinder 3: 78280 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 27 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 5310.4 psi
Compressive strength of cylinder 2: 6308.0 psi
Compressive strength of cylinder 3: 6168.6 psi
Compressive strength (to nearest 10 psi): 5930 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/27/2023 ✔